夾層結(jié)構(gòu)計(jì)算書

夾層結(jié)構(gòu)計(jì)算書

目錄

1設(shè)計(jì)依據(jù)........................................................................3

2軟件信息........................................................................3

3結(jié)構(gòu)信息........................................................................3

3.1總體信息..................................................................3

3.2幾何信息..................................................................4

3.3計(jì)算參數(shù).................................................................10

3.4設(shè)計(jì)參數(shù).................................................................10

4計(jì)算簡圖.......................................................................11

5材料信息.......................................................................11

5.1材料特性.................................................................12

5.2材料統(tǒng)計(jì).................................................................12

6荷載與組合.....................................................................12

6.1工況信息.................................................................12

6.2荷載信息.................................................................13

6.3荷載組合.................................................................15

7周期與振型.....................................................................15

7.1周期與質(zhì)量參與系數(shù)......................................................15

8線性計(jì)算結(jié)果...................................................................15

8.1線性反力.................................................................16

8.2線性內(nèi)力.................................................................18

8.3線性位移.................................................................24

9驗(yàn)算結(jié)果.......................................................................26

9.1桿件應(yīng)力比限值分布圖....................................................26

9.2桿件應(yīng)力比分布圖........................................................27

9.3桿件驗(yàn)算結(jié)果云圖........................................................28

1設(shè)計(jì)依據(jù)

《工程結(jié)構(gòu)通用規(guī)范》(GB55001-2021)

《鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)》(GB50017-2017)

《鋼結(jié)構(gòu)通用規(guī)范》(GB55006-2021)

《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)

《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)

《建筑與市政工程抗震通用規(guī)范》(GB55002-2021)

《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》(GB50007-2011)

《建筑結(jié)構(gòu)可靠性設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)》(GB50068-2018)

《鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)范》(GB50936-2014)

《鋼管混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)程》(CECS28:2012)

《矩形鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)程》(CECS159-2004)

《鋼結(jié)構(gòu)焊接規(guī)范》(GB50661-2011)

《鋼結(jié)構(gòu)高強(qiáng)度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)

2軟件信息

3D3SDesign2022.1（上海同磊土木工程技術(shù)有限公司）

3結(jié)構(gòu)信息

3.1總體信息

節(jié)點(diǎn)總數(shù)63

支座總數(shù)6

單元總數(shù)100

材料種類2

截面種類4

荷載工況2

3.2幾何信息

節(jié)點(diǎn)編號(hào)圖(整體)

節(jié)點(diǎn)信息表

節(jié)點(diǎn)號(hào)X坐標(biāo)(用)y坐標(biāo)(m)z坐標(biāo)(m)備注節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注

14.6772.9190.00027.8972.919-2.400支座1

34.6773.8190.00047.8973.819-2.400支座1

50.8563.6180.00061.9133.9190.000支座1

70.3383.0430.00080.1242.4680.000

90.1051.8940.000100.1050.1690.000支座1

114.6772.8190.000128.0472.8190.000

137.4860.1690.000147.4862.8190.000

156.9240.1690.000166.9242.8190.000

176.3620.1690.000186.3622.8190.000

195.8010.1690.000205.8012.8190.000

215.2390.1690.000225.2392.8190.000

230.1050.7440.000244.6770.7440.000

250.1051.3190.000264.6771.3190.000

274.6771.8940.000284.6772.4680.000

294.6773.0430.000304.6772.2090.000

318.0472.2090.000322.6773.9190.000

332.6770.1690.000344.6773.6180.000

358.0473.9190.000支座1368.0470.1690.000支座1

374.6773.9190.000384.6770.1690.000

391.7683.6180.000401.4913.0430.000

411.2142.4680.000420.9371.8940.000

430.6591.3190.000440.3820.7440.000

452.6773.6180.000462.6773.0430.000

472.6772.4680.000482.6771.8940.000

492.6771.3190.000502.6770.7440.000

515.2392.2090.000525.8012.2090.000

536.3622.2090.000546.9242.2090.000

557.4862.2090.000565.3213.819-0.480

575.9653.819-0.960586.6093.819-1.440

597.2533.819-1.920605.3212.919-0.480

615.9652.919-0.960626.6092.919-1.440

637.2532.919-1.920

單元編號(hào)圖（整體）

單元信息表（注：等肢角鋼的2、3軸分別對應(yīng)u、v軸）

單

截面名稱材料長度面積繞2軸慣性繞3軸慣性繞2釉繞3軸i節(jié)點(diǎn)j節(jié)

元

名稱（m）W）矩矩計(jì)算長計(jì)算長釋放點(diǎn)釋

號(hào)

（X1OW）（X10W）度系數(shù)度系數(shù)放

1[14aQ235B0.8031851.00564.0053.201.2451.000R1R2R3——

2[14aQ235B0.8031851.00564.0053.201.2451.000R1R2R3——

3矩Q235B1.0991216.0072.20162.571.0001.000————

100x60x4x4

4矩Q235B0.7741216.0072.20162.571.0001.000———

100x60x4x4

5矩Q235B0.6141216.0072.20162.571.0001.000————

100x60x4x4

6矩Q235B0.5751216.0072.20162.571.0003.998————

100x60x4x4

7HN250X125Q355B0.7643696.00294.003960.001.0008.028————

8HN250X125Q355B2.0003696.00294.003960.001.0003.067———

9HN250X125Q355B3.3703696.00294.003960.001.0001.820————

10HN250X125Q355B2.5723696.00294.003960.001.0003.088————

11HN250X125Q355B2.0003696.00294.003960.001.0003.971————

12HN250X125Q355B0.5623696.00294.003960.001.00014.141————

13HN250X125Q355B0.5623696.00294.003960.001.00014.141————

14HN250X125Q355B0.5623696.00294.003960.001.00014.141————

15HN250X125Q355B0.5623696.00294.003960.001.00014.141————

16HN250X125Q355B0.5623696.00294.003960.001.00014.141———

17HN250X125Q355B0.5623696.00294.003960.001.00014.141————

18HN250X125Q355B0.1003696.00294.003960.001.0001.000————

19HN250X125Q355B0.2003696.00294.003960.001.0004.492————

20HN250X125Q355B0.5753696.00294.003960.001.0001.565————

21HN250X125Q355B0.1253696.00294.003960.001.0007.217————

22HN250X125Q355B0.1003696.00294.003960.001.00027.499————

23HN250X125Q355B0.3503696.00294.003960.001.0007.852————

24HN250X125Q355B0.2603696.00294.003960.001.00010.585————

25HN250X125Q355B0.3153696.00294.003960.001.0008.726————

26HN250X125Q355B0.5753696.00294.003960.001.0004.783————

27HN250X125Q355B0.5753696.00294.003960.001.0004.783————

28HN250X125Q355B0.5753696.00294.003960.001.0004.783————

29矩Q235B1.1001856.00416.73416.731.0003.409———

120x120x4x4

30矩Q235B0.6101856.00416.73416.731.0006.148————

120x120x4x4

31矩Q235B2.0401856.00416.73416.731.0001.838———

120x120x4x4

32HN250X125Q355B0.3343696.00294.003960.001.00012.480————

33HN250X125Q355B0.6383696.00294.003960.001.0006.523————

34HN250X125Q355B0.6383696.00294.003960.001.0006.523———

35HN250X125Q355B0.6383696.00294.003960.001.0006.523————

36HN250X125Q355B0.6383696.00294.003960.001.0006.523————

37HN250X125Q355B0.6383696.00294.003960.001.0006.523————

38HN250X125Q355B0.6383696.00294.003960.001.0006.523————

39矩Q235B0.9121216.0072.20162.571.0004.188————

100x60x4x4

40矩Q235B0.9091216.0072.20162.571.0004.204———

100x60x4x4

41矩Q235B2.0001216.0072.20162.571.0001.911————

100x60x4x4

42矩Q235B0.3001856.00416.73416.731.00012.480———

120x120x4x4

43矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

44矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

45矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

46矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

47矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

48矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

49矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

50矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

51矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

52矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

53矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

54矩Q235B0.5621856.00416.73416.731.0006.000———

120x120x4x4

55矩Q235B1.1531216.0072.20162.571.0003.764———

100x60x4x4

56矩Q235B1.1861216.0072.20162.571.0003.658———

100x60x4x4

57矩Q235B2.0001216.0072.20162.571.0002.170————

100x60x4x4

58矩Q235B1.0901216.0072.20162.571.0004.177————

100x60x4x4

59矩Q235B1.4631216.0072.20162.571.0003.112————

100x60x4x4

60矩Q235B2.0001216.0072.20162.571.0002.277————

100x60x4x4

61矩Q235B0.8321216.0072.20162.571.0005.498————

100x60x4x4

62矩Q235B1.7411216.0072.20162.571.0002.627————

100x60x4x4

63矩Q235B2.0001216.0072.20162.571.0002.286————

100x60x4x4

64矩Q235B0.5541216.0072.20162.571.0008.247————

100x60x4x4

65矩Q235B2.0181216.0072.20162.571.0002.266———

100x60x4x4

66矩Q235B2.0001216.0072.20162.571.0002.286————

100x60x4x4

67矩Q235B0.2771216.0072.20162.571.00016.493————

100x60x4x4

68矩Q235B2.2951216.0072.20162.571.0001.992————

100x60x4x4

69矩Q235B2.0001216.0072.20162.571.0002.286————

100x60x4x4

70矩Q235B2.0401216.0072.20162.571.0001.299———

100x60x4x4

71矩Q235B0.6101216.0072.20162.571.0004.344————

100x60x4x4

72矩Q235B2.0401216.0072.20162.571.0001.299————

100x60x4x4

73矩Q235B0.6101216.0072.20162.571.0004.344————

100x60x4x4

71矩Q235B2.0101216.0072.20162.571.0001.299————

100x60x4x4

75矩Q235B0.6101216.0072.20162.571.0004.344———

100x60x4x4

76矩Q235B2.0101216.0072.20162.571.0001.299————

100x60x4x4

77矩Q235B0.6101216.0072.20162.571.0004.344———

100x60x4x4

78矩Q235B2.0401216.0072.20162.571.0001.299————

100x60x4x4

79矩Q235B0.6101216.0072.20162.571.0004.344———

100x60x4x4

80矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

81矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

82矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

83矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

84矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

85矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

86矩Q235B0.5751216.0072.20162.571.0004.001————

100x60x4x4

87矩Q235B0.5751216.0072.20162.571.0004.001————

100x60x4x4

88矩Q235B0.5751216.0072.20162.571.0004.001———

100x60x4x4

89[14aQ235B0.8031851.00564.0053.201.2451.000————

90[14aQ235B0.8031851.00564.0053.201.2451.000————

91[14aQ235B0.8031851.00564.0053.201.2451.000————

92[14aQ235B0.8031851.00564.0053.201.2451.000——R2R3

93[14aQ235B0.8031851.00564.0053.201.2451.000————

94[14aQ235B0.8031851.00564.0053.201.2451.000———

95[14aQ235B0.8031851.00564.0053.201.2451.000————

96[14aQ235B0.8031851.00564.0053.201.2451.000——R2R3

97矩Q235B0.9001216.0072.20162.571.0001.000————

100x60x4x4

98矩Q235B0.9001216.0072.20162.571.0001.000————

100x60x4x4

99矩Q235B0.9001216.0072.20162.571.0001.000———

100x60x4x4

100矩Q235B0.9001216.0072.20162.571.0001.000——

100x60x4x4

截面編號(hào)圖(整體)

截面信息表

截面編號(hào)截面類型截面名稱構(gòu)件總數(shù)

1軋制H型鋼HN250X12529

2矩形管截面矩120x120x4x416

3矩形管截面矩100x60x4x445

4普通槽鋼[14a10

3.3計(jì)算參數(shù)

(1)動(dòng)力特性計(jì)算

計(jì)算振型數(shù)：9

振型類型：特征向量

(2)線性計(jì)算

梁單元屬性：考慮剪切效應(yīng)(鐵木辛哥梁)

梁抗扭慣性矩：自由扭轉(zhuǎn)慣性矩

考慮P-△/二階效應(yīng)：否

3.4設(shè)計(jì)參數(shù)

結(jié)構(gòu)重要性系數(shù)：1.000

支撐臨界角：15.000°

抗震等級(jí)

結(jié)構(gòu)類型抗震等級(jí)構(gòu)造措施的抗震等級(jí)

鋼框架三級(jí)三級(jí)

注：此處為整體抗震等級(jí)，若部分構(gòu)件單獨(dú)定義了抗震等級(jí)請注意檢查。

4計(jì)算簡圖

計(jì)算簡圖（整體）

注：藍(lán)色單元為普通單元，綠色單元為連接單元，綠色實(shí)心圓為支座，黃色實(shí)心圓為主從節(jié)點(diǎn)的主節(jié)點(diǎn)

支座信息表（單位：剛度：kN/mmkN*mm/rad位移：mmrad）

支座類型平動(dòng)1平動(dòng)2平動(dòng)3轉(zhuǎn)動(dòng)R1轉(zhuǎn)動(dòng)R2轉(zhuǎn)動(dòng)R3

1剛性剛性剛性無無無

5材料信息

5.1材料特性

名稱材料彈性模量(kN/mm2)泊松比線膨脹系數(shù)設(shè)計(jì)強(qiáng)度(MPa)質(zhì)量密度(kg/mm3)

Q235B-1Q235206.0000.3001.20e-05按規(guī)范7.85e-06

Q355B-1Q355206.0000.3001.20e-05按規(guī)范7.85e-06

5.2材料統(tǒng)計(jì)

材料統(tǒng)計(jì)圖

■軋制H型鋼

■普通槽鋼

■矩形管截面

材料類型

鋼匯總表

序號(hào)截面材性數(shù)量長度(m)重量(kg)

1[14aQ235B-1108.032116.707

2矩100x60x4x4Q235B-14551.437490.999

3矩120x120x4x4Q235B-11610.870158.372

4HN250X125Q355B-12921.990638.000

100根92.329m1404kg

6荷載與組合

6.1工況信息

序號(hào)工況號(hào)荷載類型自重系數(shù)荷載說明

10恒1

21活0

6.2荷載信息

（1）桿件導(dǎo)荷載列表（力：kN；分布力：kN/m；彎矩：kN.m；分布彎矩：kN.m/m）

序號(hào)荷載類型工況導(dǎo)荷方式體型系數(shù)面荷載值（基本風(fēng)壓）

1恒0雙向桿件1.000

2活1雙向桿件2.500

6.2.1恒荷載

6.2.1.1恒荷載0

（1）恒荷載0桿件導(dǎo)荷載

桿件荷教表

序號(hào)導(dǎo)荷方式面荷載值kN/m2不均勻分布

1雙向桿件1.000否

恒荷載工況0桿件導(dǎo)荷載分布圖（整體）

6.2.2活荷載

6.2.2.1活荷載1

⑴活荷載1桿件導(dǎo)荷載

桿件荷載表

序號(hào)導(dǎo)荷方式面荷載值kN/m2不均勻分布

1雙向桿件2.500否

活荷載工況1桿件導(dǎo)荷載分布圖(整體)

6.2.3地震作用

計(jì)算依據(jù)：《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)

地震烈度：6度0.05g

場地類別：H類

設(shè)計(jì)地震分組：第一組

特征周期值(s)：0.35

多遇水平地震影響系數(shù)最大值：0.04

罕遇水平地震影響系數(shù)最大值：0.28

計(jì)算振型數(shù)：9

結(jié)構(gòu)阻尼比：0.04

周期折減系數(shù)：1

按雙向地震作用考慮耦聯(lián)：否

振型組合方法：CQC

計(jì)算豎向地震作用：否

質(zhì)量源：

恒載(工況0)*1.00+活(工況1)一活*0.50

6.3荷載組合

(1)1.300恒載+1.50活載1

(2)1.300恒載+1.30x0.50活載1+1.400水平地震

(3)1.000恒載+1.00x0.50活載1+1.400水平地震

7周期與振型

7.1周期與質(zhì)量參與系數(shù)

振型周期(s)X向質(zhì)量參與系數(shù)Y向質(zhì)量參與系數(shù)Z向質(zhì)量參與系數(shù)

10.2000.710%0.676%51.665%

20.1670.135%58.371%0.498%

30.1570.004%0.004%3.041%

40.1200.062%2.325%0.060%

50.1150.419%0.069%0.384%

60.0983.076%0.003%2.193%

70.0982.584%0.002%21.111%

80.0870.400%0.000%0.052%

90.07223.328%0.387%0.075%

合計(jì)30.717%61.838%79.080%

8線性計(jì)算結(jié)果

8.1線性反力

支座節(jié)點(diǎn)編號(hào)圖（整體）

8.1.1最不利反力

線性組合最不利反力表（標(biāo)準(zhǔn)值）（單位：kN、kN.m）

節(jié)點(diǎn)號(hào)控制組合號(hào)組合序號(hào)N1N2N3MlM2M3

36N1最大113.757-1.59219.7590.0000.0000.000

36N2最大242.294-0.65313.5610.0000.0000.000

36N3最大113.757-1.59219.7590.0000.0000.000

36Ml最大113.757-1.59219.7590.0000.0000.000

36M2最大113.757-1.59219.7590.0000.0000.000

36M3最大113.757-1.59219.7590.0000.0000.000

36合力最大113.757-1.59219.7590.0000.0000.000

36N1坡小242.294-0.65313.5610.0000.0000.000

36N2最小113.757-1.59219.7590.0000.0000.000

36N3最小212.471-1.05613.4270.0000.0000.000

36Ml最小113.757-1.59219.7590.0000.0000.000

36M2最小113.757-1.59219.7590.0000.0000.000

36M3最小113.757-1.59219.7590.0000.0000.000

35N1最大240.6431.1783.2680.0000.0000.000

35N2最大110.4371.2344.5700.0000.0000.000

35N3最大110.4371.2344.5700.0000.0000.000

35Ml最大110.4371.2344.5700.0000.0000.000

35M2最大110.4371.2344.5700.0000.0000.000

35M3最大110.4371.2344.5700.0000.0000.000

35合力最大110.4371.2344.5700.0000.0000.000

35N1最小230.2460.5083.2830.0000.0000.000

35N2最小230.2460.5083.2830.0000.0000.000

35N3最小220.5600.8803.2420.0000.0000.000

35Ml最小110.4371.2344.5700.0000.0000.000

35M2最小110.4371.2344.5700.0000.0000.000

35M3最小110.4371.2344.5700.0000.000